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HomeMy WebLinkAboutDrain Layers Permit 11 French Lane TOWN OF SOUTH WINDSOR INSPECTION REPORT Permit No. 7180 Contractor JACQUES CONSTRUCTION (JOHN Location 0011 FRENCH LANE ) Type Work NEW SAN LAT Address 67 RIDGE ROAD SOUTH WINDSOR CT 06074 Pho-ne. No. (860)432-1823 Date Insp Needed Ilat - Iiis z Time Insp Needed '` ' I n sp Inspected By ?' „;0 �, Work in Progress 0/, k t Qs- Tv(Lr f-:>I &-u �ugr� ,fi otJ r Input Date • R:d Pet�mi"t No. 7180 Town of South Windsor, CT P�&rmit Date 08/21/2000 Drain Layer Permit Expiration Date 09/20/2000 Descrip: Applicant Location Name JACQUES CONSTRUCTION (JOH�N) -. ,Aidr:` 001A FRENCH LANE Addr. 67 RIDGE ROAD tiwtY� CLARK REALTY INC SOUTH WINDSOR CT"� O0`7;4 Phone No. (860)432-1823, ,. The Drain Layer agsignetlthis ,permyt,bas Valid license issued by the state and hereby agrees": t6 �a1j,1 the.;terms andgnditions set forth in the attached 'Conditions ' .' ' 11 wdrK aha `l b6 'fin accOr.dance with Town of South Windsor standard , all OSHA .`r'equi "rements and -the, ,attached conditions. Issued By — T i tIe Date Inspect\ed 8��-�Imo- Tins"pe 11 tted By 7a A.L. APPLICATION FOR DRAIN LAYER PERMIT TOWN OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT TOWN HALL 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT FEE $25.00 Location of proposed work: Lot #__,:Y— S#eet No. Street Name Premises owned by: Name of Firm: Phone: s"� S Address of Firm: � Q� TYPE OF WORK: Lay House Drain �; Repair House Drain Lay Main ; Lay Lateral for Commercial/Industrial Building of acres Connection will be made with Existing Water Supply: Public Water ✓ Well Proposed Start Date a a Estimated time for completion c — -- ALL WORK TO BE IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR STANDARDS, ALL OSHA REQUIREMENTS AND CONDITIONS ATTACHED TO THE PERMIT Permit is to be issued to w`lnlri- the holder of Drain Layer's License No. 54C- 30 my holders of Pi or P7 licenses will be issued a permit. PERMIT WILL EXPIRE THIRTY (30) DAYS AFTER DATE OF ISSUANCE. The undersigned Drain Layer hereby agrees to all the terms and conditions set forth in the permit and attached thereto. Applicant has received Town Street Excavation Permit No. and/or ConnDOT Permit No. CBYD No. Signed: Print Name: TO�i I - i v Licensed in L Date: f O Standard For Ys\Perm1ts\APPLICATION FOR DRAIN LAYERS PERMIT.doc TOWN OF SOUTH WINDSOR SANITARY SEWER LATERAL FIELD LOCATION DATE OF CONSTRUCTION: BUILDING ADDRESS : L b /- 3 � STREET : ' -�- SUBDIVISION: Tt'�.' 1� - NORTH ARROW I 1 I t I 1 l d... , t t # i i t , t { r 1 „ Y i t I ! i ( } . s 1 I ' E 1 l ( t, CONTRACTOR T) NA OF CT®R'S SUPERVISOR (PRINT) 7 TREET ADDRESS SIGNATURE DATE STATE ZIP INSPECTED BY TOWN DATE ONE NUMBER TOWN PINK - CONTRACTOR YELLOW - CONSULTING ENGINEER / DEVELOPER TOWN OF SOUTH WINDSOR SANITARY SEWER LATERAL FIELD LOCATION DATE OF CONSTRUCTION: BUILDING ADDRESS : Z o r td �1 STREET : /mil-eo-7 c, e- SU BDIVISION: NORTH ARROW _4_ -d i t I CONTRACTOR (PRINT) NAME OF CONTRACTORS SUPERVISOR (PRINT) STREET ADDRESS SIGNATUR f6ld_1A �7 h c�1�Ji- �°T 610 7,9 DATE TOWN STATE ZIP INSPECTED BY TOWN F4 0 f2 `. ' DATE TELEPHONE NUMBER WHITE - TOWN PINK - CONTRACTOR YELLOW - CONSULTING ENGINEER / DEVELOPER F LEGEND BUILDING LOT SHALL BE LOAMED. SEEDED, AND MULCHED STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES O IRON PIN TO BE SET r NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH o MONUMENT TO BE SET STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT _3O0_ _ EXISTING CONTOUR CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND - f6 SEDIMENTATION PROBLEMS.'THE BUILDER/OWNER IS RESPONSIBLE 300 PROPOSED CONTOUR FOR ALL STABILIZATION REQUIREMENTS. x 287.3 PROPOSED SPOT GRADE 2. ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. N� SILT FENCE 3. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE WITH THE APPROVED 'DEMING HILL ESTATES' SUBDIVISION PLANS. S 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION AS. S SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. 5. PARCEL ZONED RESIDENTIAL AA-30. R 6. FOUNDATION DRAIN TO BE EQUIPPED WITH A BACK FLOW PREVENTER. (MATH SURFACE ACCESS.) v ANTI-TRACKING PAD 2'-6' STONE OVER FILTER FABRIC 7F: 65 i INV. 52.2d�4rINV: 51.1 0.01 FPF 1. SET POSTS AND JG 2 STAPLE THE WIRE INV: 51 3 00 ,INS POSTS S 677636' INv si.1 D 04 EXCAVATE A 6'x6' MESH FENCING TO FOR STABILITYE POST UPSLOPE FROM POSTS. � THE END OF THE POST 210�D �� r.1 M.M. NO. 26 5AND SELF- 5 CLEANING. S PROPOS DRIVIEW Y 25 95• 15' S.Y. TV. 12' MIN. L I I 25,200 sq. ft. I I I �tI— 0.57 ac. 261.5 X 2 i - ( I ( 8 h _ 12.0 y O 3. ATTACH FILTER FABRIC TO 4.BACKFILL THE 3 O W LJI�m I I O Z FILTER THE HARE FENCING AND EXTEND TRENCH AND COMPACT FABRIC IT TO THE TRENCH THE EXCAVATED SOIL N '� •4 Id 0 OK COMPACTED >- BACKFILL �- w � r ' I l I t � S 2 261.5 15' S.Y. TV. �- 016 C IL a A CONSTRUCTION OF SYNTHETIC FILTER BARRIER .53 ' E 6776 / o 210.0o I REFERENCE NOTE: +260 S8 BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS ENTITLED "DEMING HILL ESTATES'. SECTIONS 4 do 5. SOUTH WINDSOR. CONNECTICUT. ((�� PREPARED FOR JMJ CONSTRUCTION, BY DESIGN PROFESSIONALS, INC. c� q-O T0, STREET TREE THE OMM OF A AENT DATED DEC. 03, 1998. MA ON � NDSOR '�� .THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 10' WIDE CL&P EASEMENT w OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTTCUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. F TO THE BEST OF MY KNOWLE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. OWNS APPLICANT ✓MJ CONSTRUCTION COMPANY 658 ELLINGTON ROAD - J ..,����• ©F°� --- 12862 SOUTH W/NDSOR, Cr 06074 �S/�� RICHARD P. M UC. No. TEL. 282-0628 ' »•nn...�**" 1.UNLESS OTHERUSE NOTED.EXISiWG UTILITY REVISIONS i (860) 291-8 DEPENDENT RESURVEY PREPARED FOR 755 11.1lToYbYn1 SHEET LOCATIONS As s++oMAN ARE eAsm ON eEsr GRAPHIC SCALE ■ . . SHOULD B R FIELD VTION.All EXISING UTILITIES ,0 D 20 ,o esl n Detnttlg Hill ,Estates ��� , 1 AVAAA BE O vENaFlm PRIOR To cGNsITIES N. BSTUMUTIES ARE TO BE STAKED IN THE FlE3D Nofessionals., Inc. of BY A IJCE]iSm LAro SURYEYDR PRICK t0OPEN SPACE S�UfgBAyDIVISION-SF(,TiONjB�94Tk S A�e� � �Na.,sasu-s 3.THIS PLAN IS INVALID UNLESS IT BEARS TFIE 1 7-iL-Op RENSF PER TONN COMMEN75 YHA CIVIL engineers • tanners • surveyors Lot No. `�9 - 11 Fren& Lme RIPRESSWN SEAL AND ORIGINAL SIGNATURE 1 inch = 40 feet 9 P Y OF THE PROFESSIONAL ENGINEER/SUR+EYOR. NO. DATE DESCRIPTION BY 165 south satellite road, south windsor, connecticut 06074 SOUTH WINDSOR, CONNECnCUT -=or jpey LL17E q_Tp�O